HomeMy WebLinkAboutT12N R3W SEC 23 S2N2NE4NW4SE4 PTN AND SW4NW4NW4NE4SE4 PTNT12N R3W
Sec. 23
52N2 NE4NW4SE4
and
SW4NW4NW4NE4SE4
#015-231-06
ra F riF.zsFi Latae ,-mac=,:..,
Municipality of Anchorage I � `]
Community Development Department Pa L. 1 of 4
On -Site Water & Wastewater Program MAY 2 4201
4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite • (907)343-7904
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP141452 PID Number: 015-231-06 p New ■ Upgrade
Name: ROBERT SANDERS
ABSORPTION FIELD WEST/EAST
❑ Deep Trench ■ Shallow Trench ❑ Bed ❑ Mound
Address:
11661 ROCKRIDGE DRIVE *ANCHORAGE, AK 99516
ElOther
Phone: No. of Bedrooms:
Soil Rating:
Total Depth from original grade:
(907) 345-0203 3
4.0 GPD/Sq. FL
5/5 Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade:
Gravel depth beneath pipe:
SEE DWG. Ft,
1 1 FL
Subdivision: Block: Lot:
Fill added above original grade:
Gravel length:
— — —
SEE DWG. FL
20/20 Ft.
owns ip:anger ec ion:
T12N R3W SEC 23, SZ N2, NE4, NW4, SE4, M&
Gravel width:
Beds Number of linea
Distance between lines:
SW4, NW4, NW4, NE4, SE4, MN
5/5 FL
—
—
FL
SEPARATION
DISTANCES
Total absorption area:
114+114=228 So. Ft.1
Number of trenches:
2
Dist between trenches:
12 FL
To
From
Septic
Tank
Absorption
Field
Lift
Station
Holding
Tank
Public/Private
Sewer Lines
Well
100'+
100'+
100'+
-
25'+
TANK ❑ Septic ■ S.T.E.P. ❑Holdin ❑ Other
Manufacturer.
Capacity:
Surface Water
*35
*35
*35
—
ANCHORAGE TANK
1500
Gal.
Lot Line
5'+
10'+
5'+
—
N /A
Material:
FIBERGLASS
Number of compartments:
2
Foundation
5'+
10'+
5'+
—
LIFT STATION
Curtain Drain
**10'+
**10'+
—
—Manufacturer.
Capacity:
ANCHORAGE TANK
1500 Gal.
Remarks: OLD SEPTIC TANK WAS DECOMMISSIONED PER
'Pump on level at
TIMER
Pump off* level at:-
TIMER
High water alarm at -
43.5
UPC PER CONTRACTOR — SEE ATTACHED EMAIL
* 5 THIS IS AN ADVANTFX SYSTEM.
CULVERT AND A BERM WAS INSTALLED PER
Pump Make & Model:
P300511
Qectrical Inspections performed by,
MUNICIPALITY OF ANCHORAGE
CONTRACTOR — SEE ATTACHED PHOTO FROM
GEG SITE VISIT ON 5/9/2018 **SEE ATTACHED
40 SCALE
PIPE MATERIAL
House to tank D3034 Tank to D2665
drainfield
Drainfield D3034 CO/MT D3034
Installer WILCO EXCAVATION, LLC
Inspector GEG, Ltd.
BENCH MARK (Assumed elevation)
98.18 FL
Inspection
location and Description:
Dates: 1st 10/3/15 2nd 11/6/15
3rd 4th
TOP OF MANHOLE #1
Community Development Department Approval
ENGINEER'S SEAL
�o�oop
OF
Conditional approval: Date:
o�
T -17.
. .�: ..... .........�
.Jef -` A. Ga ness. QQ P
a�a
Approved: (_ CA �L�u Date: ($
E 795 0Q0
• • .. �� o
��� aP
LICENS ° rofessio �000
#AECC884 °��O�o��
Inspection Report _1-1-12.doc
PERMIT NUMBER: PARCEL ID NUMBER:
OSP141452 RECORD DRAWING 015-231-06
A I B
FCO 2.3 28.0
MH1 34.0 56.5
MH2 43.5 63.6
AX 38.8 59.9
C01 56.8 74.3
MT1 54.8 72.4
CO2 55.4 66.0
MT2 53.6 64.3
CO3 72.3 88.1
MT3 70.0 85.9
C04 70.3 80.3
MT4 68.9 79.3
FS 54.3 68.8
MARSH
APPROXIMATE LOCATION OF
100' SETBACK FROM MARSH
SEE ATTACHED PHOTO
T12N, R3W, SEC 23, NE4, NW4, SE4, I
PTN & NW4, NW4, NE4, SE4, PTN
CREEK � \ \
�o \
N
SHOP 1
I
2 STORY
FRAME HOUSE
AL
on
}
35'+ TO SURFACE WATERS
FROM TANK AND DRAINFIELD LOT TO SOUTH IS VACANT
I
BRIDGE
I
I
/
•
PON D:•.• .';; :;
y
•: •POND •::: •::: •: ; ;
APPROXIMATE LOCATION OF SOCK DRAIN PER
CONVERSATIONS WITH OWNER ON 5/15/2018;
DISCHARGES OVER SEPTIC SYSTEM; NO WATER
RUNNING DURING SITE VISIT ON 5/9/2018
lAwl//IA.. 77.1\mac
GARNESS ENGINEERING GROUP, Ltd
CIVIL & ENVIRONMENTAL ENGINEERS _---_ -- - ------1
3701 E TUDOR ROAD. SURE 101 • ANCHORAGE• AK 99507 • PHONE (907) 337-8179 • FAX (907) 338-3249 • WFBSRE: �.
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
ROBERT SANDERS 1 345-0203 2 OF 4
LEGAL DESCRIPTION: T12N, R3W, SEC23, S2, N2, NE4, NW4, DRAWN BY:
SE4, PTN & SW4, NW4, NW4, NE4, SE4, PTN L.K.B./D.J.G.
TYPE OF WORK: DATE:
RECORD DRAWING 5/22/2018
OF
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#AE N 4,I,�� ESS\ ••• /
`-:�.:• is es
.�:•a'. .' NEW HOUSE
FQO
Vr
C
APPROXIMATE LOCATION
r
�OF BERM; SEE ATTACHED
.' - ,KT3L9r.03 Col
PHOTO
AL
on
}
35'+ TO SURFACE WATERS
FROM TANK AND DRAINFIELD LOT TO SOUTH IS VACANT
I
BRIDGE
I
I
/
•
PON D:•.• .';; :;
y
•: •POND •::: •::: •: ; ;
APPROXIMATE LOCATION OF SOCK DRAIN PER
CONVERSATIONS WITH OWNER ON 5/15/2018;
DISCHARGES OVER SEPTIC SYSTEM; NO WATER
RUNNING DURING SITE VISIT ON 5/9/2018
lAwl//IA.. 77.1\mac
GARNESS ENGINEERING GROUP, Ltd
CIVIL & ENVIRONMENTAL ENGINEERS _---_ -- - ------1
3701 E TUDOR ROAD. SURE 101 • ANCHORAGE• AK 99507 • PHONE (907) 337-8179 • FAX (907) 338-3249 • WFBSRE: �.
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
ROBERT SANDERS 1 345-0203 2 OF 4
LEGAL DESCRIPTION: T12N, R3W, SEC23, S2, N2, NE4, NW4, DRAWN BY:
SE4, PTN & SW4, NW4, NW4, NE4, SE4, PTN L.K.B./D.J.G.
TYPE OF WORK: DATE:
RECORD DRAWING 5/22/2018
OF
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PERMIT NUMBER: PARCEL ID NUMBER:
OSP141452 RECORD DRAWING 015-231-06
WEST LEM
TH#2 MT CO MT CO TH#2
FINAL GRADE _
FINAL GRADE = 95.45-98.99 96.86 - 99.73
FILTER FABRIC FILTER FABRIC ORIGINAL GRADE
ORIGINAL GRADE @ @ HIGHEST
HIGHEST POINT= 94.83 POINT = 96.20
0 0
o BOTTOM OF ; BOTTOM OF
TRENCH = 89.83 �. : TRENCH = 91.20 a
°o I I o0
0o e
'o 5' --I INVERT OF I` 5' °o
° PIPE = 90.83 INVERT OF PIPE= °
00
00
10'+ 92.20 °
°o
0
RELATIVE ELEVATION OF BOTTOM OF T.H.#2 = 82.20
RELATIVE ELEVATION OF BOTTOM OF T.H.#2 = 80.83 (ELEVATION OF GROUNDWATER ON 8/1/2014 = 84.7) o
e (ELEVATION OF GROUNDWATER ON 8/1/2014 = 83.3)
o 'o
X
'_,`O" 111
eee'\� OF 1�1
GARNESS ENGINEERING GROUP, Ltd......:;....4.:I .....
...:...
- - -- - CIVIL & ENVIRONMENTAL ENGINEERS=-- __ --- _ i
3701 E TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 98507 PHONE (907) 337-6179 • FAX (907) 338-3248 WESSM- www.g°m°ssengfnesrinq.com 0 � �e f I, ��A.�Gd�... ...........
;
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
ss'�•
ROBERT SANDERS 345-0203 3 OF 4 ee E-7953 �AV
LEGAL DESCRIPTION: T1 2N, R3W, SEC23, S2, N2, SE4, NW4, e `P� �'• �
DRAWN BY: e I°��s
SE4, PTN & SW4, NW4, NW4, NE4, SE4, PTN L•K•B•'zz1•�• �':
TYPE OF WORK: DATE: ee•
PROFILE DRAWING 5/21/2018 #A * "ROFESS��PECC88411%e"`**®e
David Garness
From: Ryan Wilkinson <ryanwilco.excavate@gmail.com>
Sent: Tuesday, December 5, 2017 11:40 AM
To: David Garness
Subject: Re: T12N R3W SECTION 23 S2N2NE4NW4SE4
To whom it my concern I Ryan Wilkinson with wilco contractors decommissioned the septic tank at 11661 Rockridge to
upc standards on 11/3/2015. If there are any more questions feel free to call me at +19072429863 thanks
Ryan Wilkinson
Sent from my iPhone
On Dec 4, 2017, at 10:18 AM, David Garness <David@garnessengineering.com> wrote:
Ryan,
I was finalizing a record drawing for an install that was completed on 11/3/2015 for a Robert Sander
(11661 Rockridge Drive *Anchorage, AK 99516). On our inspection report it states that the "old" system
was to be decommissioned per upc in the spring of 2016. 1 need you to reply to this email and confirm
that this work was completed. Thank you
Sincerely,
David Garness, E.I.T.
Consultant
Garness Engineering Group, Ltd.
3701 E. Tudor Road, Suite 101
Anchorage, Alaska 99507
Phone: (907) 337-6179
Fax: (907) 338-3246
Mobile: (907) 632-4528
Website: www.garnessengineering.com
<image001 Jpg><image002.png>
Y r"
i
44... s
yr ''�
Permit Number:
Tax Code Number:
Work Type:
On-Site Wastewater Disposal System Permit
OSP141452
01523106000
Septic
MUNICIPALITY OF ANCHORAGE
Development Services Depadment
On-Site Water & Wastewater Program
4700 EImora Road, PO Box 196650
Anchorage, AK 99519-6650
Telephone: (907) 343-7904
Upgrade
Permit Effective Dates: December 04, 2014 to December 04, 2015
Design Engineer: GARNESS ENGINEERING GROUP LTD
Subdivision: T12N R3W SEC 23
Site Legal Address: T12N R3W SEC 23 S2N2NE4NW4SE4 PTN AND SW4NW4NW4NE4SE4 PTN G:2739
Owner/Address: SANDERS ROBERT B & JO F
11661 ROCKRIDGE DR ANCHORAGE AK 995162456
Site Mailing Address: 11661 ROCKRIDGE DR, Anchorage
Lot Size in Sq Ft: 108900
Total Bedrooms: 3
This permit is for the construction of:
Y Disposal Field Y SepticTank N Holding Tank N Privy N Private Well N Water Storage
All construction must be in accordance with: 1. The attached approved design.
2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater
Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80).
3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services
Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either:
A. Open and Close on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received By'
Date,/2 h /I q
¢' I
Municipality of Anchorage
P.O. Box 196650 · 4700 Elmore Road
Anchoraqe, Alaska 99519-6650 · (907) 343-7904 · Fax (907) 343-7997
http:llwww,rnani,orqlOnsite
Development Services Division
On-Site Water and Wastewater Proflram
**** VARIANCE/WAIVER REVIEW ****
Waive~: OSP14'1453. COSA#:__ Permit: OSP141452
PID#: 015-231-06
Legal Description: T12N, R3W, SEC23, S2, N2, NE4, NW4~ SE4~ PTN & SW4, NW4, NW4, NE4~ SE4 PTN
Engineer: Garness Enflineerin.q Group
Applicant: Robert Sanders
Your request for a waiver of the required 100 feet horizontal separation from the absorption field
and septic tank to the surface water has been approved. The approved separation distance is 35.0
feet.
This waiver approval applies to the proposed absorption field only. Any future upgrade to the
on-site wastewater disposal system will require all separation distances be met or another
approval from this department.
[] The affected adjacent property owner(s) have been given a 7 day notice regarding this
waiver.
[] Notarized letter(s) of non-objection have been received from the owner(s) of the affected
adjacent property.
[] Adjacent properties are not affected by this waiver.
Waiver is Granted: X Waiver is not Granted:
{ /r Name of Reviewer
MUNICIPALITY OF ANCHORAGE
Community Development Department
Development Services
On-Site Water & Wastewater Program
Mayor Dan Sullivan
Phone: 907-343-7904
Fax: 907- 343-7997
On-Site Sewer/VVell Permit Application
For A Single Family Dwelling
Parcel LD. 015-231-06
Property owner(s) ROBERT SANDERS Day phone 345-0203
Mailing address 11661 ROCKRIDGE DRIVE *ANCHORAGE, AK 99516
Site address 11661 ROCKRIDGE DRIVE *ANCHORAGE, AK 99516
Legal description (Sub'd, Block& Lot) T12N, RSW, SEC 25, S2, N2, NE4, MW4, SE4, PTN & SW4, MW4, NW4; N'~.i~ i.~i~ ~'1~'~
Legal description (Township, Section & Range)
Lot Size Sq. Ft. Number of Bedrooms 3
APPLICATION IS FOR:
( [~L~.II that apply)
Absorption Field []
Septic Tank []
Holding Tank []
Privy []
Private Well []
Water Storage []
APPLICATION IS AN:
Initial []
Upgrade []
Renewal []
SUBMITTAL
OCT 0 ? 2014
TYPE OF DEWELLING:
Single Family (SF) []
(w/wo ADU)
Duplex (D) []
Multiple Dwellings []
SF and/or D)
THIS APPLICATION INCLUDES A VARIANCE/WAIVER REQUEST FOR:
DRAINFIELD AND STEP TANK TO SURFACE WATER ' :" Distance: .35 FEET
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal codes.
OARNESS ENGINEERING GROUP, Ltd.
(Signature of propeAy owner or authorized agent)
Permit/Rush Fees: ~:~
Date of Payment:
Receipt Number:
Permit No. (~"~¢] q
Waiver Fees:
Date of Payment:
Receipt Number:
(Rev. 01/11)
GARNESS ENGINEERING GROUP, Ltd
CIVIL & ENVIRONMENTAL ENGINEERS
November 25, 2014
Municipality of Anchorage
Development Service Department
On-Site Water & Wastewater Program
4700 Elmore Road
Anchorage, AK 99507
Ref: Proposed Septic System Upgrade for T12n, R3W, Sec 23, S2, N2, NE4, NW4, SE4, PTN & SW4,
NW4, NW4, NE4~ SE4, PTN
To whom it may concern:
The existing 3 bedroom house is served by an undocumented private well and an undocumented septic
system. The owner is proposing to build a new three (3) bedroom house on the site. The property has
site conditions that severely limit it regarding the installation of a septic system. There are class "C'
w~dands (see attached document) at the west end of the lot, several ponds in the middle of the lot, and
running "streams" at several locations. In short, site conditions are marginal and surface water waivers
will be necessary in order to install the septic system at the proposed location. We are proposing to
install a new 5 wide trench type drainfield, a new 1500 gallon STEP tank, and Quanics Aerocell pod
and controls (or any other CAT II system). Two test holes were excavated on the property. The
drainfield will be designed around the 30 foot radius of test hole#2. Comments regarding the design
are summarized as follows:
1o SOILS: See the attached 2014 log ~vhich show-s the soil classifications, groundwater monitoring,
and the percolation test results. We are proposing to use the native soil as a sand filter (see attached
sieve analysis). This insitu soil layer will serve as a filter for the downward migrating effluent.
2. DRAiNFIELD DESIGN: See attached design drawing for drainfield specifications.
3. SURFACE WATERS: There is a spring and creek located to the south of the property, wetlands
on the west end of the property, and several ponds and other surface waters.
4. TOPOGRAPHY: Per the attached topography drawing the slopes are 20-25% running east to west
in the relative area of the drainfield. There are slopes in excess of 25% within 50' of the proposed
drainfield. We request you waive this distance at the time of construction. For mitigation, all slopes
over 25% and within 50 feet of the drainfield will be filled in to create a slope less than 25%. The
owner/contractor is required to obtain any necessary permits from the MOA in order to perform work
in the class "C" wetlands.
5, SURFACE WATER WAIVER: Due to site constraints, we are requesting a 35 foot waiver to
surface water located to the south of the proposed septic system. Below are justifications for the waiver;
3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259
Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com
Page 2 of 2
· The drainfield is in a highly visible area. If effluent were ever to overflow, it would be
recognized quickly and corrected.
· The area between the drainfield and the surface water is highly vegetated. This would
serve to impede surface water migration toward the surface water.
· We are proposing to install a MOA approved CAT II advanced wastewater treatment
system. The system will be trader a maintenance agreement, meaning that the system
will be monitored and maintained by a third party.
· The slope on the lot is such that effluent would not migrate directly toward the surface
water, but away from it. We are also proposing to install a 6~ wide by 2' tall berm on
the south side of the drainfield that will serve to cham~el any surfacing effluent to the
north side of the driveway.
We are unaware of any adverse impacts this installation and waivers would have on adjacent wells or
septic systems. If you have any questions, please contact us at 337-6179. Thm~k you for your
assistance.
P.E., M.S.
3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259
Phone: (907) 337-6179 * Fax: {907) 338-3246 * Website: www. garnessengineefing.com
s
~ /
/
I I
I I I~
I I
GARN~S~ ENGINEERING GROUP
Robert Sanders (907) 545-0205 1 of 5 ¢. arness~,~
T12N RSW SEC 25 S2N2NE4NW4SE4 PTN
OF
WORK:
DATE06/11/201: -- 4
Site Plan
PRIMARY/RESERVE DESIGN
NUMBER OF BEDROOMS: 3
GALLONS PER DAY (GPO): 450
PERCOLATION RATE/S: <:1 MIN/INCH
PROPOSED APPLICATION RATE: 4,0 (CAT II)
~IINIMUM DRAINFIELD SQ.FT.: 113 FT~
PRIMARY/RESERVE DRAINFIELD DESIGN
MAXIMUM DEPTH OF EXCAVATION: 5 FEET
WIDTH: 5 FEET
LENGTH: 20 FEET
M.O.A. APPROVED SAND FILTER: NATIVE
EFFECTIVE: 1.0 FEE~
REDUCTION FACTOR: 0.87
ACTUAL SQ.FL: 115 FT~
CLASS C
WETLANDS
BOUN
APPROXIMATE
LOCATION OF
100' SETBACK
FROM MARSH~
- PROPOSED
CULVERT
BE
DESIGN)
A B PAGE SPECIFICA~J~N
LETTER THAT PERTAINS TO THIS DESIGN.
TO O~AIN A COPY OF THE LETTER
CONTACT GEG. BY PROCEEDING FORWARD
WITH THIS INSTALLATION, THE ENGINEER,
WELL DRILLER, CONTRACTOR AND
PROPERTY OWNER AGREE THAT THEY
HAVE READ THESE SPF~CIFICATIONS AND
AGREE TO ACCEPT THE TERMS ANO
CONDITIONS OUTLIN~ED.
OWNER THE PROPOSED
DRIVEWAY WILL NOT CREATE
ANY CUTBANKS WITHIN 50'
OF THE SEPTIC SYSTEM. IF
A CUTBANK IS CREATED iT
WILL NEED TO BE FILLED TO
A SLOPE 25% OR LESS. NO
PORTION OF DRIVEWAY OR
PARKING CAN BE BUILT
OVER TOP OF THE SEPTIC
SYSTEM.
PROPOSED ADDITION
FCO
EXISTING 3
BEDROOM
HOUSE
NOTE: THO"CONTRACTOR
SHALL HAVE THE SOUTH LOT
LINE, WETLAND BOUNDARY,
ALL 100' SURFACE WATER
SETBACKS, AND ALL WELL
RADII FLAGGED BY A
REGISTERED LAND SURVEYOR
PRIOR TO CONSTRUCTION.
PROPOSED
PRIMARY
/ RESERVE
DRAINFIELD-
WATER GOES SUBSURFACE
OFFSET
~ E.~AC E WATER
(SEt A~/.AIVER
I[ NOTE: THE CONTRACTOR IS ]
\IRESPONSlBLE FOR OBTAINING/
- -- ~ -.~ANY NECESSARY PERMITS IN/
I ORDER TO PERFORM WORK /
/ IN CLASS "C" WETLANDS. /
WeLl
CONSTRUCT 6' WIDE AND 2' HIGH
BERM TO CREATE 100' PATH
FROM SEPTIC SYSTEM TO
SURFACE WATER.
SPRING
\
Shop
100' WELL ~DlUS
\
\
'1
I
/
/
/
/
Pond /
/
/
/
/
Pond
P
GARNESS ENGINEERING GROUP, Ltd
CIVIL & ENVIRONMENTAL ENGINEERS
PREPARED FOR: [PHONE NUMBER: IPAGE8 NUMBER:4/i
ROBERT SANDERS 545-0205 2 Of
LEGAL DESCRIPTION: T12N, R3W, SEC25, S2, N2, NE4, NW4, DRAWN BY:
SE4, PTN & SW4, NW4, NW4, NE4, SE4, PTN PNB
~PE OF WORX:
DESIGN OF PROPOSED SEPTIC UPGRADE
4
PER OWNER THE PROPOSED %- "/ "NOTE T~"CONTRACTOR
I DRIVEWAY WILL NOT CREATE/ ~ -- ~u^~
Y IT ~ NOTE: THE CONTRACTOR IS ¢"~ "~"
AN CUTBANKS W HIN 50 ~ DEODhkle =.~ ~ ~OT* *, ~,~ LINE, W~ND BOUNDARY,
o o v ~ ~ R R T P RF R ! S~BACKS, AND ALL WELL
WILL NEED TO BE FILLED TO 0 DE 0 ~, 0 M WORK RADII
lA SLOPE 2~ OR LESS. NO/ ~N C~SS "C" W~NOS. I ~EO~STE~ED ~R~YO~
/ PORTION OF DRIVEWAY OR PRIOR TO CONSTRUOTION
/ PARKING CAN BE BUILT / / I .......................
/ OVE~ TOP OF THE SEPT~O / /
SYSTEM, ~¢/
~'.::.*::.-.. ,;.. '...
X INSU~E SEWER LINE UNDER
/ SCALE:
WATER GOES SUBSURFACE ~ ~ SPRINO DR~EWAY, 4" THIOK, 4' WIDE ,
1" = 40'
[
CIVIL & ENVIRONMENTAL ENGINEERS
PREPARED FOR: PHONE NUMBER: PAOE NUMBER: ~ e'f ~A. ~rness~
ROBERT SANDERS 545-0205 5 OF 5
~L ~C.,~T,O., T~N. R~W. S~C2~. SZ. N2. NJ4, NW4, ..*w. ~
SE4, PTN · SW4, NW4, NW4, NE4, SE4, PTN PNB/A.J.G.
WPE O~ WORK: OAT~: 1/25/2014
TOPO DRAWING
GARNESS ENGINEERING GROUP, Ltd
CIVIL & ENVIRONMENTAL ENGINEERS
ISOIL LOG - PERCOLATION TEST]
LEGAL DESCRIPTION: T12N, R3W, SEC 23, S2, N2, NE4, NW4, SE4 PTN & SW4, NW4, NW4, NE4, SE4, PTN
PERFORMED FOR:
ROBERTSANDERS
ORGANICS
SP
SP-SM
TEST HOLE #2 ]
SOIL CLASSIFICATIONS
OR
HL
CL
OL
MH
CH
OH
SC
DATE: 7/23/14
sP
SOILS LOGGED BY: ROB CAMPBELL
COMMENTS:
DEPTH TO
GROUNDWATER DATE
DRY 7/23/14
1 1.5' 8/1/14
SITE PLAN
SCALE:
DATE READING CLOCK NET TIME WATER LEVEL NET DROP
TIHE (MINUTES) READING (INCHES)
ABSORBE[; 6 GALLON.~ OF WATER IN LESSTHAN 10 141NUTES
PERCOLATION RATE <1 (MiN./iNCH) PERC. HOLE DIA, 6
TEST RUN BETWEEN 5 FT. AND 6 FT.
A FOUR HOUR PRESOAK WAS ?ERFORHED: [--]YES 'NO
PERCOLATION TEST PERFORHED BY: ANDREW GRAY
PERCOLATION READINGS ARE WITHIN1/16 OFINCH.
(iNCHES)
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS P~RF(:~RMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: q/2. c//l~
00~#
08#
09#
O~
0~#
O~
0~#
8#
~#
,,~
lq6!eAA ~q 6ujssed lua0Jad
0
0
0
0
LU
the systems are adequate for the homes that they support and meet the
codes that were in place at the time of system construction.
Damage. Any man-made or natural change in a system that would i~ibit
the system from performing as designed.
Maintenance and Repair. The scheduled and as needed replacement of
existing parts, components m~d pieces of an AWWTS that were included
in the original design which would allow the AWWTS to continue to
perform as designed.
Permit. An On-Site Wastewater Disposal Permit as required by AMC
15.65 to construct and operate an AWWTS.
3. Term. The term of this Maintenance and Repair Agreement shall begin on the
date of approval by the Municipality to operate the installed system or issuance of a
COSA, and shall continue while the AWWTS is in use or is operational or until the
property is sold or title is transferred by the owner and a new COSA is issued to the
new owner.or transferee of the property.
4. Alterations~ Installation and Removal of Additional Equipment. Prior to
performing any alterations to an AWWTS, the owner agrees to obtain an On-site
Wastewater Disposal Permit from the Municipality in accordance with AMC 15.65.
5. Maintenance and Repairs.
A. Throughout the term of this Maintenance and Repair Agreement, the Owner shall
maintain thek AWWTS in a satisfactory condition capable of producing treated
septic effluent in accordance with the equipment's approval for operation in the
Municipality. The owner shall enter into a service agreement with an AWWTS
service and maintenance provider approved by the municipality and the
manufacturer of the AWWTS for the entire term of the AWWTS. In addition, it
shall be the responsibility of the Owner during the term of this Maintenance and
Repair Agreement, and any renewals thereof, at the owner's sole expense, to pay
for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement
costs, and (5) inspection costs.
B. Owner agrees to comply with all applicable ordinance, laws, regulations, rules
and orders for the AWWTS.
C. Upon request by the Municipality, the owner agrees to provide the Municipality a
written schedule of routine maintenance and repairs which have been performed
on the system. When a record of maintenance is documented and maintained by
the system vendor, the owner agrees to allow the Municipality access to this
information.
D. Owner acknowledges that the fine for failing to maintain and repair an AWWTS
may be assessed in accordance with AMC 14.60 for improper discharge.
E. Owner agrees that only maintenance and repair personnel approved by the
Municipality will inspect and make any necessary maintenance, repairs or
permitted alterations to the system.
F. Owner agrees to grant the Municipality reasonable access to test and inspect the
AWWTS upon 24 hours written notice.
G. Owner agrees that any sale or transfer of title of the property will not occur
without a new Certificate of On-Site Systems Approval.
H. Owner agrees that the AWWTS installation and maintenance requirements as
provided by the AWWTS vendor/installer and approved by the Municipality are
the governing guidelines for the construction, maintenance and repair of the
Owner's AWWTS.
6. Nonwaiver. The failure &either party at any time to enforce a provision of this
Maintenance and Repair Agreement shall in no way constitute a waiver of the
provisions, nor in any way affect the validity of the Maintenance and Repair
Agreement or any part hereof, or the right of such party thereafter to enforce each and
every provision hereofi
7. Amendment.
A. This Maintenance and Repair Agreement shall only be amended, modified or
changed by a writing, executed by authorized representatives of the parties, with
the same formality that this Maintenance and Repair Agreement was executed
with, and such writing shall be attached to this Maintenance and Repair
Agreement as an amendment.
B. For the purposes of any amendment modification or change to the terms and
conditions of this agreement, the only authorized representatives of the parties
arel
b. Municipality: Director, Community Development or designated authority
C. Any attempt to amend, modify, or change this contract by either an unauthorized
representative or unauthorized means shall be void.